REFER TOTHE GIVEN VALUES IN THE FIGURE BELOW. THANK YOU.Use VIRTUAL WORK METHOD and determine the following unknowns on the truss system shown below. Use A = 500 mm2 and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places.- Horizontal displacement of joint G due to the applied loads in mm- Horizontal displacement of joint C considering that the top chord members experience 60 °C increase in temperature in mm. Use α = 10-6/°C Problem 2. Use virtual work method and determine the following unknowns on the truss system shownbelow. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answersto two decimal places.a. Horizontal displacement of joint G due to the applied loads in mmb. Horizontal displacement of joint C considering that the top chord members experience 60 °Cincrease in temperature in mm. Use a =10-6/ °C70 kN41.0 kN50 KN41.0 kNH*BCD4 at 4.0 mE10.0m

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Answered: Problem 2. Use virtual work method and…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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REFER TOTHE GIVEN VALUES IN THE FIGURE BELOW. THANK YOU.

Use VIRTUAL WORK METHOD and determine the following unknowns on the truss system shown below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places.

- Horizontal displacement of joint G due to the applied loads in mm

- Horizontal displacement of joint C considering that the top chord members experience 60 °C increase in temperature in mm. Use α = 10^-6/°C

Problem 2. Use virtual work method and determine the following unknowns on the truss system shown
below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers
to two decimal places.
a. Horizontal displacement of joint G due to the applied loads in mm
b. Horizontal displacement of joint C considering that the top chord members experience 60 °C
increase in temperature in mm. Use a =
10-6/ °C
70 kN
41.0 kN
50 KN
41.0 kN
H
*
B
C
D
4 at 4.0 m
E
10.0m

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